سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

S. M. Hosseini-Gelekolai – Dep. of Civil Eng., sharif Uni. Tehran, Iran
M. R. Tabeshpour – engineering faculty tarbiat modares university

چکیده:

In past few decades researhers and engineers have researched extensively on the effects of masonry infill walls in structural frames and the effects of masonry infill walls on the stuctural response was a concern for them one of the sections in iranian codes that existence of masonry infill walls in buildings affects it , is the section 2-10 of 2800 code that accordance to this section in order to prevent soft story failure when there is a discontinuity in bracing or shear walls in a certain story , columns of that story must be designed for factored loads.